Hi guys,
I process aerial images with GCP's.
My surveyor provides me the GCP in: WGS84-UTM 43N and EGM08-2.5' GEOID.
I set the project CRS to WGS84-UTM 43N.
The outputs are in WGS84-UTM 43N.
The accuracy is also good . Check point within 6 cases.
My question is do I need to include EGM08-2.5' geoid for project CRS when processing? OR selecting WGS84-UTM 43N is sufficient??
NOTE: the outputs obtained so far are accurate with 0.05m check point accuracy. Z in MSL.
Topic: GCP's and Geoids (Read 1170 times)
